Addendum 3 - SB102-SLAB PLAN.pdf
PDF 238 KB Posted
- Attached to
- Construct Corrosion Control Facility
- Solicitation number
- W50S78-24-B-0002
- Issued by
-
Department of the Army National Guard
About this file
This document appears to be an addendum related to a federal contract opportunity. The key details are:
The solicitation is for the construction of a new 12,200 square foot Corrosion Control Facility for the Texas Air National Guard at Joint Base San Antonio - Kelly Field Annex. The project has a base bid and four options including translucent fiberglass panels, screen wall, alternate roof, and epoxy flooring. The contract will be a single firm fixed-price contract with a period of performance of 540 calendar days. The procurement is set aside 100% for Small Businesses under NAICS code 236220 with a size standard of $45 million. The solicitation will include brand name items for compatibility with existing systems. A pre-bid conference and site visit will be held, and questions must be submitted 5 days prior to bid opening. The federal agency involved is the Department of the Army National Guard.
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Text version
A A
B B
C C
D
1'-0" 27'-10" 27'-0" 1'-2" 22'-9 1/2" 2'-2 1/2" 24'-2" 25'-0" 22'-0"
54'-10" 96'-2"
152'-2"
'-0
'-1 0"
'-0
'-1 0"
'-4
'-6
99'-6"
100'-0"
4" 26'-8 3/8" 1'-1 5/8" 27'-0"
1'-0"
1' -3
STEP
ST
EP
SB501
G5
SB501
D3
SB502
F5
SB502
D5
SB501
F3
SB505
A3
SB507
A2
SB503
B6
TRENCH
SP
AN
SP
AN
1' -4
'-3
/2
1' -4
'-3
/2
1' -4
1"
J O
IN
T
4"4"
'-0
6' -4
2'
-2
'-1
5/
8" 6'
-1
/8
'-7
1'
-7
1" J
O
IN
T 4'
-0
4" 1'-3" 26'-7" 27'-0" 1'-2" 25'-0" 24'-2" 23'-9" 1'-3" 4"
17'-2" 24'-2" 20'-1 1/2"
3'-7 1/2"
1'-3" 20'-9" 1'-3" 4"
1' -7
8'
-6
9"4"
3/
8"
SB506
A4
7 TYP
SB506
A6
SB503
E4
C J
C J
HANGAR DOOR RAILS
99'-6"
100'-0"
SB506
E6
SB502
F3
SB507
D2
SB501
D5
SB503
B2
SB503
F2
SB505
D3
SB505
A6
SB505
D6
SB502
A5
SB503
F6
2'-10 1/2" 6'-4"
1'-0" 4" 18'-3" 1'-4" 7'-11" 10'-4" 1'-4" 18'-3" 1'-4" 18'-4 1/2" 1'-4"
E E
SB507
F2
SB507
A4
TYPTYP
SB507
F2
SB507
A4
TYPTYP
3'-4"3'-4" 4"
3'-4" 1'-10" 1'-2"
3'-0" 3'-4"
SB503
A4
5'-0" 6'-4" 6'-8" 6'-4"
3' -4
4'
-1 0"
SB501
A5
SB501
A3
SB502
D3
4' -0
1/ 8"
1/ 8"
"99'-6"
99'-4 3/4"
99'-6"
99'-4 3/4"
100'-0"
99'-8"
TYP (UNO)
SB502
A3
SB505
F3
SP
AN
SP
AN
SPAN
1" JOINT
SP
AN
SPAN
SPAN
5"
7'-9" 1"
RAIL TRENCH DRAIN,
TYP
59'-10"
NOTE 1
CJCJ
SB504
E3
SB504
A3
SB504
A6
END OF RAIL TO STOP 1'-0"
BEFORE END OF DOOR, TYP
RECESS SLAB AT
SHOWERS 4".
REFER ARCH
AND DETAILS
4'-0" 1" JOINT
4' -0
1"
J O
IN
T
1" JOINT 4'-0"
99'-10"
99'-8"
99'-8"
'-1
0"
'-0
SUMP BELOW AND
18X18 REMOVABLE
COVER PLATE
99'-8"
99'-8"
SL
O
PE
SL
O
PE
SL
O
PE
1" / 12"
1/2" / 12"
1"
1" / 12"
1"
4'-0"
S-005 D6
S-005 A5
SLAB PLAN NOTES
8" STRUCTURAL CONCRETE SLAB OVER 12" VOID
FORMS
PARALLEL TO SPAN: #6 AT 9" OC T&B
PERPENDICULAR TO SPAN: #4 AT 18" OC T&B
10" STRUCTURAL CONCRETE SLAB OVER 12" VOID
FORMS.
PARALLEL TO SPAN: #6 AT 6" OC T&B
PERPENDICULAR TO SPAN: #4 AT 16" OC T&B
8" RIBBED MAT CONCRETE SLAB
SLAB REINFORCEMENT: #6 AT 6" OC EW
RIB REINFORCEMENT: (3) #6 BOT
(1) ADD'L #6 TOP
(NOTE: EXTERIOR RIBBED MAT BEARS DIRECTLY
ON SUBGRADE (NO CARTON FORMS THIS AREA
10" STRUCTURAL CONCRETE SLAB OVER 12" VOID
FORMS. (APPROACH/BRIDGE)
PARALLEL TO SPAN: #6 AT 6" OC T&B
PERPENDICULAR TO SPAN: #4 AT 12" OC T&B
6" CONCRETE STOOP (PROVIDE VOID FORMS AND
SOIL RETAINERS FROM BUILDING FOUNDATION
EDGE OUT 2'-0")
PARALLEL TO SPAN: #4 AT 10" OC MID-DEPTH
PERPEND'R TO SPAN: #4 AT 18" OC MID-DEPTH
8" CONCRETE STOOP (PROVIDE VOID FORMS AND
SOIL RETAINERS FROM BUILDING FOUNDATION
EDGE OUT 5'-0")
PARALLEL TO SPAN: #6 AT 6" OC BOTTOM
PERPEND'R TO SPAN: #4 AT 12" OC BOTTOM
FEATHER HANGAR SLAB UP TO DOOR THRESHOLD
(SLOPE NOT TO EXCEED 1.5%)
GC TO COORDINATE COLUMN BLOCKOUTS
NEEDED FOR ENGINEERED METAL BUILDING
COLUMN INSTALLATION. REFER A6/S-003
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Frankfurt-Short-Bruza Associates,P.C.
20190320
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
TX
AN
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KE
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JB
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Ke lly A nn ex , T X
Te xa s Ai r N at io na l G ua rd 9t h
FW
Co rro sio n Co nt ro l F ac ilit y
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A
B C D
A B C D
E F G H
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H I
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C :\U sers\nolm stead\D ocum ents\90320_Stru_nolm steadFK74B.rvt 09/09/24 16:51:32
2 AUGUST 2024
SB102
SLAB PLAN
BJW
CGH
CGH
SCALE: 1/8" = 1'-0"
SLAB PLANA6
0 4' 8' 16'
1/8" = 1'-0"
N
1 ADDENDUM 03 09/09/2024
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